CN109354890A - A kind of regenerating waste asphalt method - Google Patents
A kind of regenerating waste asphalt method Download PDFInfo
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- CN109354890A CN109354890A CN201811298845.8A CN201811298845A CN109354890A CN 109354890 A CN109354890 A CN 109354890A CN 201811298845 A CN201811298845 A CN 201811298845A CN 109354890 A CN109354890 A CN 109354890A
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- asphalt
- weight
- regeneration
- additive
- emulsifier
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2205/00—Polymer mixtures characterised by other features
- C08L2205/03—Polymer mixtures characterised by other features containing three or more polymers in a blend
- C08L2205/035—Polymer mixtures characterised by other features containing three or more polymers in a blend containing four or more polymers in a blend
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2207/00—Properties characterising the ingredient of the composition
- C08L2207/20—Recycled plastic
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Medicinal Chemistry (AREA)
- Polymers & Plastics (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
The present invention relates to a kind of Recycling Old Asphalt Mixture methods, the following steps are included: waste asphalt mixture is carried out milling from road surface, it is crushed and is sieved, mix waste asphalt aggregate, filler, asphalt emulsifier, regeneration asphalt additive is stirred mixing, and mixture described in upper step is compacted；Its mixture composition includes: waste pitch 40~70% (weight), aggregate 23~50% (weight) and filler 2~4%, asphalt emulsifier 1~5% (weight), regeneration asphalt additive 4~6% (weight)；The flash-point of the regeneration asphalt additive is greater than 250 DEG C, and (35 DEG C, SFS) of kinematic viscosity are 15-85, and the viscosity after then heating is than being no more than 0.3% for the weight change after 2.0-3.0% and heating.Regenerating waste asphalt process can be realized using the pitch regeneration method of the additive at room temperature.
Description
Technical field
This application involves a kind of regenerating waste asphalt methods, particularly, are related to a kind of pavement asphalt regeneration method.
Background technique
After undergoing prolonged rain and snow weather and track pressure, the internal structure on road surface can generate very big bituminous pavement
Variation, such as anti-fatigue performance decline, flexibility decrease, intensity can also decline.If overhauled not in time to bituminous pavement
The structure of regeneration, road surface can be damaged just, cause a hidden trouble to traffic safety.Asphalt pavement regeneration is referred to using technology overhauls needs
Or discarded old asphalt pavement, after the digging, recycle, heat, be crushed, sieve of pavement recycling special equipment, with regenerative agent,
New pitch newly gathers materials etc. and mixes and stirs into mixture again by a certain percentage, meet certain pavement performance and again making in road surface
A whole set of technique.
Application number CN201110255934 discloses a kind of thermal regeneration repairing method for deep tracks on asphalt pavement, mainly needle
Track disease to current bituminous pavement greater than 4cm is administered, and the steps include: the journey that bituminous pavement is heated to to harrow pine
Degree, sprinkling regenerative agent, rake pine；Again asphalt pavement material paving and leveling, roll.Road crust after flattening and rolling is added again
Heat, rake pine, addition new pitch mixture, compacting.But above-mentioned regeneration method, needs hot conditions to be just able to achieve.In the prior art
If high-temperature temperature and time control it is bad, will result in the destruction again to waste asphalt structure.
Application number CN201110331798.4 discloses a kind of component on site construction method on cold recycled asphalt road surface, including as follows
Processing step: the old material of bituminous pavement is dug out using road-surface milling equipment；With Crushing & Screening Machineries to the old material of bituminous pavement
Carry out continuous circulation crushing and screening；The old material of bituminous pavement after crushing and screening is put into finished product hopper, take emulsified asphalt with
Water 1: 1 mixes, and the old material mix with the bituminous pavement in finished product hopper, and cement and miberal powder mixture is then added, and forms drip
Green mixture；Again by asphalt by it is slow, uniform, continuously in a manner of pave in the base on road surface by first pressing,
Multiple pressure, final pressure three roll the stage and complete compacting cold recycled asphalt mixture；The base of cold recycled asphalt mixture has been rolled
At latter standing health 10~14 days.Method working hour last time is too long, and operating procedure is complicated.
The oxidation process of pitch in regeneration asphalt heating process, heating can also generate pernicious gas and carbon dioxide.Therefore
Need to develop a kind of pitch regeneration method that is quick, removing heating stepses from.
Summary of the invention
To overcome the shortcomings of that pitch regeneration method existing in the prior art, the present invention propose a kind of regenerated side of pitch
Method, specific technical solution are as follows:
A kind of pitch regeneration method:
Waste asphalt is subjected to milling from road surface, is crushed and is sieved,
Mixing waste asphalt, aggregate, filler, asphalt emulsifier, regeneration asphalt additive are stirred mixing,
Mixture described in upper step is compacted；
Its mixture composition includes: waste pitch 40~70% (weight), and aggregate 23~50% (weight) and filler 2~
4%, asphalt emulsifier 1~5% (weight), regeneration asphalt additive 4~6% (weight)；
It is characterized by: the flash-point of the regeneration asphalt additive is greater than 250 DEG C, (35 DEG C, SFS) of kinematic viscosity are 15-
85, the viscosity after then heating is than being no more than 0.3% for the weight change after 2.0-3.0% and heating.
Further, the additive includes calculating in parts by weight, naphthenic oil 50~70%, Petropols 20~40%,
Ethyl acrylate 1~5%, methyl methacrylate 1~5%, cellulose 2%~5%, styrene 2%~5%.
Further, the stirring is dispersed under the revolving speed of 700~1000r/min using blender, and the time is
0.5h~2h.
Further, chloroprene rubber latex and cellulose can be added in mixture.
Further, the process being individually crushed comprising aggregate and filler.
Further, the aggregate include Portland cement or steelmaking slag more than one.
Further, the filler includes lime stone, white lime, flyash more than one.
Further, the asphalt emulsifier includes that quaternary ammonium salt emulsifier or alkylamide polyamines asphalt emulsifier are a kind of
More than.
Additive of the invention is used to restore the performance and the rate of recovery (such as permeability and viscosity) of pitch contained by pitch.
By the way that in emulsifier, waste asphalt can interact with additive.In this case, compositions of additives matches,
Viscosity after controlling its composition heating is than being no more than 0.3% for the weight change after 2.0-3.0% and heating.This is because it
It is that must satisfy the physical property and restorability of additive for restoring asphaltic nature and structure, so regenerating waste asphalt
Temperature reduce.
Compared with the prior art, the advantages of the present invention are as follows:
(1) by the way that specific recycling modifier, the synergistic effect of naphthenic oil and other compositions, Neng Gouyou is added in the present invention
Effect improves the flash-point of bitumen regenerant and the stability of property, and the modifying process to waste asphalt is realized under room temperature effect,
Without high-temperature heating process,.Avoid the limitation for needing to heat competence exertion effect using rubber oil, mineral oil.Pass through omission
Heating stepses avoid the generation of pernicious gas.
(2) interaction for passing through specific regeneration modifying agent and specific asphalt emulsifier ingredient in the present invention, can be quick
Recovery waste asphalt property, such as permeability and viscosity.
(3) what is be added in modifying agent in the present invention can be more by the way that the ingredients such as ethyl acrylate, methyl methacrylate are added
Guarantee that the component of regeneration asphalt is balanced well, is significantly improved to regeneration asphalt cryogenic property, for the weatherability of wind and snow weather
Enhancing.
To sum up, pitch regeneration method of the invention has used each in the regenerated additive and asphalt emulsifier of special properties
The collocation of kind ingredient is reasonable, and the collective effect of Multiple components can substantially improve the comprehensive performance of regeneration asphalt, can not only be to waste and old
Pitch carries out performance recovery, and the index of regeneration asphalt can be made to reach corresponding codes and standards.
Specific embodiment
Below in conjunction with specification specific embodiment, the invention will be further described, but not thereby limiting the invention
Protection scope.
Regeneration asphalt additive used in pitch regeneration method of the present invention, which is characterized in that flash-point is greater than 250 DEG C, fortune
(35 DEG C, SFS) of kinetic viscosity are 15-85, and the viscosity after then heating for the weight change after 2.0-3.0% and heating than being no more than
0.3%.Specific composition is as follows, calculates in parts by weight:
Naphthenic oil 50~70%
Petropols 20~40%
Ethyl acrylate 1~5%
Methyl methacrylate 1~5%
Cellulose 2%~5%
Propenyl benzene 2%~5%.
By the synergistic effect of the regenerated additive each component of mentioned component, it can quickly restore the property of regeneration asphalt
Can, such as permeability and viscosity.
Technical solution of the present invention will be more specifically explained in specific embodiment below.
Embodiment 1:
A kind of pitch regeneration method, the regenerated additive group used become, and calculate in parts by weight:
Naphthenic oil 60%
Petropols 30%
Ethyl acrylate 2%
Methyl methacrylate 4%
Cellulose 2%
Propenyl benzene 2%.
Specific pitch regeneration method, comprising the following steps:
Waste asphalt is subjected to milling from road surface, is crushed and is sieved,
Waste asphalt aggregate, filler, asphalt emulsifier are mixed, regeneration asphalt additive is stirred mixing,
Mixture described in upper step is compacted；
Its mixture composition includes: waste pitch 70% (weight), aggregate 23% (weight) and filler 2%, asphalt emulsification
Agent 1% (weight), regeneration asphalt additive 4% (weight).
Aggregate selects Portland cement；Fillers selection lime stone；Asphalt emulsifier selects quaternary ammonium salt emulsifier.
Obtained regeneration asphalt sample is denoted as A.
Embodiment 2
A kind of pitch regeneration method, the regenerated additive group used become, and calculate in parts by weight:
Naphthenic oil 70%
Petropols 20%
Ethyl acrylate 3%
Methyl methacrylate 3%
Cellulose 1%
Styrene 3%
Specific pitch regeneration method, comprising the following steps:
Waste asphalt is subjected to milling from road surface, is crushed and is sieved,
Waste asphalt aggregate, filler are mixed, asphalt emulsifier, regeneration asphalt additive is stirred mixing, by upper step
The mixture is compacted；
Its mixture composition includes: waste pitch 60% (weight), aggregate 30% (weight) and filler 2%, asphalt emulsification
Agent 5% (weight), regeneration asphalt additive 3% (weight).
Aggregate selects Portland cement and steelmaking slag；Fillers selection white lime；Asphalt emulsifier selects alkylamide polyamines
Asphalt emulsifier.
Obtained regeneration asphalt sample is denoted as B.
Embodiment 3
A kind of pitch regeneration method, the regenerated additive group used become, and calculate in parts by weight:
Naphthenic oil 60%
Petropols 20%
Ethyl acrylate 5%
Methyl methacrylate 5%
Cellulose 5%
Propenyl benzene 5%.
Specific pitch regeneration method, comprising the following steps:
Waste asphalt is subjected to milling from road surface, is crushed and is sieved,
Waste asphalt aggregate, filler are mixed, asphalt emulsifier, regeneration asphalt additive is stirred mixing, by upper step
The mixture is compacted；
Its mixture composition includes: waste pitch 65% (weight), aggregate 30% (weight) and filler 2%, asphalt emulsification
Agent 1% (weight), regeneration asphalt additive 2% (weight).
Aggregate uses Portland cement or steelmaking slag；Fillers selection flyash；Asphalt emulsifier selects quaternary ammonium salt emulsification
Agent.
Obtained regeneration asphalt sample is denoted as C.
Embodiment 4
A kind of pitch regeneration method, the regenerated additive group used become, and calculate in parts by weight:
Naphthenic oil 74%
Petropols 20%
Ethyl acrylate 1%
Methyl methacrylate 1%
Cellulose 2%
Propenyl benzene 2%.
Specific pitch regeneration method, comprising the following steps:
Waste asphalt is subjected to milling from road surface, is crushed and is sieved,
Waste asphalt aggregate, filler, asphalt emulsifier are mixed, regeneration asphalt additive is stirred mixing,
Mixture described in upper step is compacted；
Its mixture composition includes: waste pitch 50% (weight), aggregate 35% (weight) and filler 4%, asphalt emulsification
Agent 5% (weight), regeneration asphalt additive 6% (weight)；
Aggregate uses Portland cement；Filler uses lime stone and flyash；Asphalt emulsifier includes quaternary ammonium salt emulsification
The blended emulsifier of agent and alkylamide polyamines asphalt emulsifier.
It obtains regeneration asphalt sample and is denoted as D.
Embodiment 5
A kind of pitch regeneration method, the regenerated additive group used become, and calculate in parts by weight:
Naphthenic oil 60%
Petropols 22%
Ethyl acrylate 4%
Methyl methacrylate 4%
Cellulose 5%
Propenyl benzene 5%.
Specific pitch regeneration method, comprising the following steps:
Waste asphalt is subjected to milling from road surface, is crushed and is sieved,
Waste asphalt aggregate, filler, asphalt emulsifier are mixed, regeneration asphalt additive is stirred mixing,
Mixture described in upper step is compacted；
Its mixture composition includes: waste pitch 60% (weight), aggregate 30% (weight) and filler 3%, asphalt emulsification
Agent 5% (weight), regeneration asphalt additive 2% (weight)；
Aggregate includes that Portland cement or steelmaking slag are a kind of；Filler includes lime stone, white lime, flyash；Asphalt emulsification
Agent includes the blended emulsifier of quaternary ammonium salt emulsifier Yu alkylamide polyamines asphalt emulsifier.
Obtained regeneration asphalt sample is denoted as E.
In order to verify the performance of regeneration asphalt of the present invention, according to " highway engineering pitch and Asphalt Mixture Experiment regulation "
(JTJE20-2011) regulation carries out basic performance tests.
The test data of each embodiment is as shown in table 1:
By the test data of table 1 it is found that the pavement performance of regeneration asphalt of the invention can satisfy in JTG F40-
The requirement of relevant regulations in 2004, and elasticity, toughness and fatigue life etc. have all obtained fast quick-recovery.
The above embodiment of the present invention be only to clearly illustrate example of the present invention, and not be to the present invention
Embodiment restriction.For those of ordinary skill in the art, it can also make on the basis of the above description
Other various forms of variations or variation.There is no necessity and possibility to exhaust all the enbodiments.It is all of the invention
Made any modifications, equivalent replacements, and improvements etc., should be included in the protection of the claims in the present invention within spirit and principle
Within the scope of.
Claims (8)
1. a kind of regenerating waste asphalt method, includes the following steps:
Waste asphalt is subjected to milling from road surface, is crushed and is sieved,
Mixing waste asphalt, aggregate, filler, asphalt emulsifier, regeneration asphalt additive are stirred mixing,
Mixture described in upper step is compacted；
Its mixture composition includes: waste pitch 40~70% (weight), aggregate 23~50% (weight) and filler 2~4%, drip
Green emulsifier 1~5% (weight), regeneration asphalt additive 4~6% (weight)；
It is characterized by: the flash-point of the regeneration asphalt additive is greater than 250 DEG C, (35 DEG C, SFS) of kinematic viscosity are 15-85, so
Viscosity after heating afterwards is than being no more than 0.3% for the weight change after 2.0-3.0% and heating.
2. regenerating waste asphalt method according to claim 1, which is characterized in that the additive includes in parts by weight
It calculates, naphthenic oil 50~70%, Petropols 20~40%, ethyl acrylate 1~5%, methyl methacrylate 1~5%, fiber
Element 2%~5%, styrene 2%~5%.
3. regenerating waste asphalt method according to claim 1, which is characterized in that the stirring is existed using blender
Dispersed under the revolving speed of 700~1000r/min, the time is 0.5h~2h.
4. regenerating waste asphalt method according to claim 1, which is characterized in that chlorobutadiene rubber can be added in mixture
Glue latex and cellulose.
5. regenerating waste asphalt method according to claim 1, which is characterized in that be individually crushed comprising aggregate and filler
Process.
6. regenerating waste asphalt method according to claim 1-5, which is characterized in that the aggregate includes baud
Blue cement or steelmaking slag more than one.
7. regenerating waste asphalt method according to claim 1-5, which is characterized in that the filler includes lime
Stone, white lime, flyash more than one.
8. regenerating waste asphalt method according to claim 1-5, which is characterized in that the asphalt emulsifier packet
Include quaternary ammonium salt emulsifier or alkylamide polyamines asphalt emulsifier more than one.
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| CN201811298845.8A CN109354890B (en) | 2018-11-02 | 2018-11-02 | Waste asphalt regeneration method |
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|---|---|---|---|
| CN201811298845.8A CN109354890B (en) | 2018-11-02 | 2018-11-02 | Waste asphalt regeneration method |
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| CN109354890B CN109354890B (en) | 2020-11-03 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110964336A (en) * | 2019-11-29 | 2020-04-07 | 东莞广泰公路材料科技有限公司 | Recycled asphalt mixture |
| CN110982291A (en) * | 2019-12-23 | 2020-04-10 | 东北林业大学 | Emulsified asphalt for cold recycled asphalt and preparation method thereof |
| CN111073318A (en) * | 2019-12-27 | 2020-04-28 | 北京东方雨虹防水技术股份有限公司 | Reclaimed rubber asphalt and preparation method thereof |
| CN113354340A (en) * | 2021-07-14 | 2021-09-07 | 深圳市粤通建设工程有限公司 | Plant-mixed hot recycled asphalt mixture and preparation method thereof |
| CN115504718A (en) * | 2022-10-17 | 2022-12-23 | 广州公路工程集团有限公司 | Regeneration method of asphalt mixture |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005154465A (en) * | 2003-11-20 | 2005-06-16 | Nippon Oil Corp | Reclaiming additive composition for asphalt pavement waste material |
| JP2006233130A (en) * | 2005-02-28 | 2006-09-07 | Nippon Oil Corp | Particulate regenerative additive composition of asphalt binder for paving |
| WO2008025795A1 (en) * | 2006-08-29 | 2008-03-06 | Shell Internationale Research Maatschappij B.V. | Asphalt binder |
| JP2009126878A (en) * | 2007-11-20 | 2009-06-11 | Shinreki Industry Co Ltd | Repairing material for chap of asphalt pavement |
| CN101817985A (en) * | 2010-05-27 | 2010-09-01 | 海南高速公路股份有限公司 | Modified asphalt regeneration agent as well as preparation method and application thereof |
| CN101845227A (en) * | 2010-05-27 | 2010-09-29 | 长沙理工大学 | Plain asphalt reclaiming agent and preparation method and application thereof |
| CN102604402A (en) * | 2012-03-31 | 2012-07-25 | 英达热再生有限公司 | Asphalt recycling agent for hot recycling of asphalt on asphalt road surface |
| CN103275501A (en) * | 2013-06-08 | 2013-09-04 | 湖南云中沥青有限责任公司 | Asphalt regenerating agent for recycling waste asphalt, and preparation method and application thereof |
| CN104031396A (en) * | 2013-11-20 | 2014-09-10 | 湖北大学 | Cold mixing epoxy asphalt material and preparation method thereof |
| CN104592772A (en) * | 2015-01-14 | 2015-05-06 | 江苏苏博特新材料股份有限公司 | Modified bituminous pavement regenerant and preparation method thereof |
| CN106433152A (en) * | 2016-10-12 | 2017-02-22 | 山东大山路桥工程有限公司 | Normal temperature activation and regeneration agent for cold-recycling and preparation method thereof |
| CN106497100A (en) * | 2016-10-31 | 2017-03-15 | 南京高佳路桥工程有限公司 | The emulsification method of bitumen regenerant |
-
2018
- 2018-11-02 CN CN201811298845.8A patent/CN109354890B/en active Active
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005154465A (en) * | 2003-11-20 | 2005-06-16 | Nippon Oil Corp | Reclaiming additive composition for asphalt pavement waste material |
| JP2006233130A (en) * | 2005-02-28 | 2006-09-07 | Nippon Oil Corp | Particulate regenerative additive composition of asphalt binder for paving |
| WO2008025795A1 (en) * | 2006-08-29 | 2008-03-06 | Shell Internationale Research Maatschappij B.V. | Asphalt binder |
| JP2009126878A (en) * | 2007-11-20 | 2009-06-11 | Shinreki Industry Co Ltd | Repairing material for chap of asphalt pavement |
| CN101817985A (en) * | 2010-05-27 | 2010-09-01 | 海南高速公路股份有限公司 | Modified asphalt regeneration agent as well as preparation method and application thereof |
| CN101845227A (en) * | 2010-05-27 | 2010-09-29 | 长沙理工大学 | Plain asphalt reclaiming agent and preparation method and application thereof |
| CN102604402A (en) * | 2012-03-31 | 2012-07-25 | 英达热再生有限公司 | Asphalt recycling agent for hot recycling of asphalt on asphalt road surface |
| CN103275501A (en) * | 2013-06-08 | 2013-09-04 | 湖南云中沥青有限责任公司 | Asphalt regenerating agent for recycling waste asphalt, and preparation method and application thereof |
| CN104031396A (en) * | 2013-11-20 | 2014-09-10 | 湖北大学 | Cold mixing epoxy asphalt material and preparation method thereof |
| CN104592772A (en) * | 2015-01-14 | 2015-05-06 | 江苏苏博特新材料股份有限公司 | Modified bituminous pavement regenerant and preparation method thereof |
| CN106433152A (en) * | 2016-10-12 | 2017-02-22 | 山东大山路桥工程有限公司 | Normal temperature activation and regeneration agent for cold-recycling and preparation method thereof |
| CN106497100A (en) * | 2016-10-31 | 2017-03-15 | 南京高佳路桥工程有限公司 | The emulsification method of bitumen regenerant |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110964336A (en) * | 2019-11-29 | 2020-04-07 | 东莞广泰公路材料科技有限公司 | Recycled asphalt mixture |
| CN110982291A (en) * | 2019-12-23 | 2020-04-10 | 东北林业大学 | Emulsified asphalt for cold recycled asphalt and preparation method thereof |
| CN111073318A (en) * | 2019-12-27 | 2020-04-28 | 北京东方雨虹防水技术股份有限公司 | Reclaimed rubber asphalt and preparation method thereof |
| CN111073318B (en) * | 2019-12-27 | 2022-08-09 | 北京东方雨虹防水技术股份有限公司 | Reclaimed rubber asphalt and preparation method thereof |
| CN113354340A (en) * | 2021-07-14 | 2021-09-07 | 深圳市粤通建设工程有限公司 | Plant-mixed hot recycled asphalt mixture and preparation method thereof |
| CN115504718A (en) * | 2022-10-17 | 2022-12-23 | 广州公路工程集团有限公司 | Regeneration method of asphalt mixture |
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